污水处理设施中的传质模拟

M. Biliaiev, A.S. Kovalenko, R.P. Pobiedonnyi, M.V. Chyrva
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引用次数: 0

摘要

问题陈述。废水处理系统的设计是一个复杂的过程,需要使用特殊的数学模型。通常情况下,在设计排水系统结构阶段使用经验模型,这样只能获得废水处理效率的 "整体 "特征。但在很多情况下,掌握结构中杂质浓度的空间分布信息非常重要。要解决这个问题,需要建立三维数学模型。未来,这种模型还很缺乏,因此建立用于分析排水系统结构效率的三维多因素模型是一项紧迫的任务。文章的目的建立用于分析传质过程的三维数值模型,以确定澄清池中的杂质浓度。方法。通过对速度势能三维方程和杂质对流扩散传输三维方程进行数值积分,对澄清池中的杂质浓度场进行分析。在对速度势能拉普拉斯方程进行数值积分时,使用了变三角法和利布曼法。有限差分分割方案用于杂质对流-扩散输运三维方程的数值积分。科学新颖性。通过计算实验建立了一个动态多因素数值模型,用于分析沉淀池中杂质的传质过程。实用价值。所建立的多因素数值模型可以分析几何形状复杂且无法根据现有工程方法计算的澄清池中的废水处理效率。结论。在开发的三维数值模型基础上,创建了计算机代码,可以快速获取沉淀池中杂质浓度分布的信息。
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MODELLING OF MASS TRANSFER IN WASTEWATER FACILITIES
Problem statement. The design of wastewater treatment systems is a complex process and requires the use of special mathematical models. As a rule, empirical models are used at the stage of designing structures of water drainage systems, which allow obtaining only an “integral” characteristic of the efficiency of wastewater treatment. But in a number of cases, it is important to have information about the spatial distribution of the impurity concentration in the structure. To solve this problem, you need to have three-dimensional mathematical models. In the future, there is a shortage of such models, so the creation of three-dimensional multifactorial models for the analysis of the efficiency of drainage system structures is an urgent task. The purpose of the article. Development of a three-dimensional numerical model for the analysis of the mass transfer process to determine the impurity concentration in the clarifier. Methodology. The analysis of impurity concentration fields in the clarifier is carried out by numerical integration of the three-dimensional equation for the velocity potential and the three-dimensional equation of the convective-diffusion transport of the impurity. For the numerical integration of the Laplace equation for the velocity potential, the variable-triangular method and the Liebmann method are used. Finite-difference splitting schemes are used for numerical integration of the three-dimensional equation of convective-diffusion transport of impurities. Scientific novelty. A dynamic multifactorial numerical model was created for the analysis of the process of mass transfer of impurities in a settling tank by conducting a computational experiment. Practical value. The built multifactorial numerical model makes it possible to analyze the efficiency of wastewater treatment in clarifiers that have a complex geometric shape and cannot be calculated on the basis of existing engineering methods. Conclusions. On the basis of the developed three-dimensional numerical model, a computer code was created, which allows you to quickly obtain information about the distribution of the impurity concentration in the settling tank.
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